RAM Connection- HBBB- "web plate strength due to out of plane transverse load" failure

RAM is showing a failure for "web plate strength due to out of plane transverse load" but I do not believe it applies.  Below is a figure from the Design of Wrap Around Gussets paper referenced at the bottom of the results.  It shows there should be no out of plane loads applied to the beam or girder but that does not seem to be what RAM is doing.  Attached is the Connection Data and Design Report for reference.  Using V13 Upate 9.

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